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Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete
This study proposes the development of a wireless sensor system integrated with smart ultra-high performance concrete (UHPC) for sensing and transmitting changes in stress and damage occurrence in real-time. The smart UHPC, which has the self-sensing ability, comprises steel fibers, fine steel slag...
Autores principales: | , , , , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8512907/ https://www.ncbi.nlm.nih.gov/pubmed/34640703 http://dx.doi.org/10.3390/s21196386 |
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author | Le, Huy-Viet Kim, Tae-Uk Khan, Suleman Park, Jun-Young Park, Jong-Woong Kim, Seung-Eock Jang, Yun Kim, Dong-Joo |
author_facet | Le, Huy-Viet Kim, Tae-Uk Khan, Suleman Park, Jun-Young Park, Jong-Woong Kim, Seung-Eock Jang, Yun Kim, Dong-Joo |
author_sort | Le, Huy-Viet |
collection | PubMed |
description | This study proposes the development of a wireless sensor system integrated with smart ultra-high performance concrete (UHPC) for sensing and transmitting changes in stress and damage occurrence in real-time. The smart UHPC, which has the self-sensing ability, comprises steel fibers, fine steel slag aggregates (FSSAs), and multiwall carbon nanotubes (MWCNTs) as functional fillers. The proposed wireless sensing system used a low-cost microcontroller unit (MCU) and two-probe resistance sensing circuit to capture change in electrical resistance of self-sensing UHPC due to external stress. For wireless transmission, the developed wireless sensing system used Bluetooth low energy (BLE) beacon for low-power and multi-channel data transmission. For experimental validation of the proposed smart UHPC, two types of specimens for tensile and compression tests were fabricated. In the laboratory test, using a universal testing machine, the change in electrical resistivity was measured and compared with a reference DC resistance meter. The proposed wireless sensing system showed decreased electrical resistance under compressive and tensile load. The fractional change in resistivity (FCR) was monitored at 39.2% under the maximum compressive stress and 12.35% per crack under the maximum compressive stress tension. The electrical resistance changes in both compression and tension showed similar behavior, measured by a DC meter and validated the developed integration of wireless sensing system and smart UHPC. |
format | Online Article Text |
id | pubmed-8512907 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-85129072021-10-14 Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete Le, Huy-Viet Kim, Tae-Uk Khan, Suleman Park, Jun-Young Park, Jong-Woong Kim, Seung-Eock Jang, Yun Kim, Dong-Joo Sensors (Basel) Article This study proposes the development of a wireless sensor system integrated with smart ultra-high performance concrete (UHPC) for sensing and transmitting changes in stress and damage occurrence in real-time. The smart UHPC, which has the self-sensing ability, comprises steel fibers, fine steel slag aggregates (FSSAs), and multiwall carbon nanotubes (MWCNTs) as functional fillers. The proposed wireless sensing system used a low-cost microcontroller unit (MCU) and two-probe resistance sensing circuit to capture change in electrical resistance of self-sensing UHPC due to external stress. For wireless transmission, the developed wireless sensing system used Bluetooth low energy (BLE) beacon for low-power and multi-channel data transmission. For experimental validation of the proposed smart UHPC, two types of specimens for tensile and compression tests were fabricated. In the laboratory test, using a universal testing machine, the change in electrical resistivity was measured and compared with a reference DC resistance meter. The proposed wireless sensing system showed decreased electrical resistance under compressive and tensile load. The fractional change in resistivity (FCR) was monitored at 39.2% under the maximum compressive stress and 12.35% per crack under the maximum compressive stress tension. The electrical resistance changes in both compression and tension showed similar behavior, measured by a DC meter and validated the developed integration of wireless sensing system and smart UHPC. MDPI 2021-09-24 /pmc/articles/PMC8512907/ /pubmed/34640703 http://dx.doi.org/10.3390/s21196386 Text en © 2021 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Le, Huy-Viet Kim, Tae-Uk Khan, Suleman Park, Jun-Young Park, Jong-Woong Kim, Seung-Eock Jang, Yun Kim, Dong-Joo Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete |
title | Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete |
title_full | Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete |
title_fullStr | Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete |
title_full_unstemmed | Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete |
title_short | Development of Low-Cost Wireless Sensing System for Smart Ultra-High Performance Concrete |
title_sort | development of low-cost wireless sensing system for smart ultra-high performance concrete |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8512907/ https://www.ncbi.nlm.nih.gov/pubmed/34640703 http://dx.doi.org/10.3390/s21196386 |
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